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0 <br />0 <br />N <br />L <br />�r <br />I <br />02 <br />11 <br />GAIN <br />4'-4" 5-2" T-4" 6-10" 2'-0" T-10" 7-8" T-10" 5'-8" T-10" / / T-6" <br />41 <br />STEPS AS <br />2 0 <br />REQUIRED <br />TYP @ 1 STORY <br />PER FIELD M <br />A U.N.O. <br />10'-2" <br />t H.B. <br />S3 <br />CONDITIONS71 <br />S3 <br />.. ...... ........... ............ ..... <br />04 <br />I PROVIDE 1 Y2' RECESS <br />I <br />I <br />1 1 III <br />I <br />/I <br />/ Cl) <br />LAV <br />/ II I <br />I FOR SGD. REFER TO y <br />1 <br />INDICATES FILLED CELL w/ 3000 PSI <br />I <br />I MASON'S SLOPE FOR <br />I <br />I CONC. GROUT FROM FT. TO BEAM I <br />I I WIDTH <br />III <br />W/ (1) #5 REBAR VERT ABOV SLAB <br />I <br />TYP @ ALL PLACES SHOWN I <br />ER <br />/�/" <br />_ 1 <br />■: <br />HOOKED FTG. DOWELS 5" E�BED 1 II / / <br />1 <br />/ N <br />I I <br />10 ■ <br />I <br />W/ 25" EXT. 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DOOR <br />f <br />I <br />T-0' x 3'-0 <br />x V-0" <br />■ I <br />_ _ J <br />w/ (3) <br />#5's EW <br />I - <br />I <br />r <br />Ci <br />-3 1/2" <br />I <br />2'-6" x 21-6" x V-0" <br />a I <br />2'-6" x 2'-6" x V-0" <br />w/ (3) # 's EW I01 <br />1 <br />w/ (3) #5's EW <br />3' (3" 3' <br />10" T-10' 3'- o811. <br />4'-0" <br />Z-01' <br />r <br />IL. <br />1 <br />6S3 <br />4'-0" <br />2'-0" <br />15'4" <br />6-0" <br />10'-0" <br />18'-8" <br />50'-0" <br />FOUNDATION PLAN - ELEV-A <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) <br />BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE <br />AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL <br />NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE <br />REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH <br />• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />W.W.M. PLACED IN <br />1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />• <br />W <br />z <br />J <br />a <br />cn <br />CONTROL JOINT DETAIL <br />SCALE: NTS <br />#5 CONT REINF. SEE <br />FND. FOR QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />**Alternate: <br />The reinf. bars shall be <br />cunt. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: NTS <br />C9 "' <br />z ch <br />0 <br />z�z <br />U)Ln z <br />CD <br />}� W <br />\ V Q <br />O "' <br />F- <br />o <br />U <br />o� <br />FaW cN <br />t— <br />sk <br />N M <br />cm cm <br />N-a M <br />S Q? <br />O O N <br />LL oo <br />U <br />L+' 0 <br />t5 oo <br />in o- o <br />�C rn <br />Lo 0 <br />rn Q o <br />ALI <br />B D® <br />N-B D C <br />N N <br />m� <br />O M z <br />LU N <br />Z W �' z <br />A/ <br />W 4 t <br />/ <br />LLM <br />C <br />�� ••,...d•�. o «+ <br />� •r i S � '•1~]� <br />,,,r ; <br />c°6w <br />_0 i5 <br />5 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />L NAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Z <br />Lu <br />F <br />z <br />w¢a� <br />o <br />o <br />o Q� <br />ZF U Z <br />6.j <br />CL <br />T 0'wZw Z <br />2JJ <br />a c <br />CJFo <br />d <br />0 <br />`• <br />Z O <br />z z <br />Z <br />z <br />-0 <br />fu <br />� <br />� <br />Z <br />O <br />j <br />w <br />U <br />cn <br />(y <br />M° <br />O <br />z <br />O <br />u, <br />µ�WR <br />r Y <br />1 <br />o� <br />Z <br />N*A <br />zg <br />Q <br />N <br />2 -2 <br />Z <br />Z <br />o�� <br />W <br />—� <br />L1 <br />T-I <br />LLl <br />LLI <br />z <br />¢� <br />wZ o <br />u, F u� v <br />z <br />k <br />z <br />z <br />�o <br />0 <br />rn <br />00 <br />_ <br />¢Lu <br />T__4 <br />t2 <br />V <br />o <br />SCALE : AS NOTED <br />DATE : 6/20/2018 <br />TECH: MJAM ES <br />VERSION NO. 4ol <br />SHEET NO. <br />6.1 <br />